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SCHEMATIC WATER FLOW
E.I. DU PONT OE NEMOURS & CO.
PAYETTEVILLE WORKS
PAGE 1 OF 2
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SCHEMATIC WATER FLOW
PROCESS USES
E.I.OU PONT OE NEMOURS & CO.
FAYETTEVILLE WORKS
PAGE 2 OF 2
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JAN 10 196 11:29 615 P02
ENVIRONMENTAL. NNOTECTION AGENCY OAYE OF ifillIPtCTION
REPORT ON OPERATION AND MAINTENANCE
OF WASTEWATER TREATMENT PLANT
A. G<MtRAL INPOMIA N
r.I NAME
rt� = #yLe- c- vlLLC
(b.)OwMEw
�r,� i���c-� plt
0.1 LOCATION
f �t✓Y �' �
1. TYPE Of PLANT
S. PROJECT NO.
i AV4.
R>1taN FLOW /AMS
S. iKillvA4 QN ULAt10N
�NpOUv EE T7
Cliem,rA�
y COLLECTION SYSTEM
T. DATE VftgSENT PLANT S[GAN OPERATING
/9%
S. STATE •'[OMIT NO.
/VGD c�c�s'73
CQMOIn1EA SEfARatC 9dTH
►. IN THE SPACE PROVIDED BELOW. FUR14I5H A SI LI ► Flow bIAZjrtXb4 OR
A lfhliTflf MCRIPTION
OF THE PLANT UNITS IN
FLOW SEQUENCE.
�Q� CON��Gf
1 r,`fe vS
6CIVI-1,ver W 2
T
I BCH Di54N/te4G
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'z z"
rAerrl<,�n
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7hk
KA3
G�tPF HA2
R/vElZ
VAP
!' s5 DRYERS
10. IDENTIFY RECEIVING MATERS
C,4P FC41�- �IV,�
11. IDENTIFY PER*tNENT STREAM STANDARDS AND. OR USES OF YNt I
12. GIVE THE EFFt UENT STANDARDS ANO; OR RIEOUIRtMENTS iOk STA
1. ANNUAL AvG DAILY FLOW RAT£ (MOOD)
0,195", 1 9 s,
;• ANNVAL AVG BODS OF RAMP SEWAGE (M
6. PRINCIPAL TYPES OF INDUSTRIAL WAS
MUNICIPAL SYSTEM
11D, INFILTRATION PROBLEMS
PEAK FLOW RATE fIwlr S• roiuLyyyA,,,T���///►ON ftA
0mv WEA •N[II , w97 w9ATNEM
y. ANNUAL AVO S4SPENOEb:OLIOOF
as i GwLc
EQUIVALEM !8 DJ F I

K�e
70 014,41 Iq ko 46l
4 AA0
f.- 71M
ID ef&
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